VERSA-LAM. An Introduction to VERSA-LAM Products

44 VERSA-LAM An Introduction to VERSA-LAM Products VERSA-LAM is one of the strongest and stiffest engineered wood products approved in the UK. 241 302 356 406 VERSA-LAM products are excellent as floor and roof framing supports or as lintels for doors, windows and garage doors and columns. Materials and Manufacture: VERSA-LAM SP LVL comprises laminated Southern Yellow Pine veneers, whilst VERSA-LAM DF LVL comprises Douglas-Fir veneers. The veneers are bonded together with waterproof structural adhesives with the grain running parallel. Each veneer is 2550m long, being lap jointed internally and scarf jointed on the face plies. The joints are staggered by at least 125. Quality Assurance: VERSA-LAM is approved for use in the UK by the British Board of Agrément and is manufactured under a factory production control system audited on a monthly basis by a third-party inspection agency. 38 133 178 Sizes: Whilst VERSA-LAM can be manufactured and supplied in billets up to 1.2mx1.2mx20m long, it is typically available in thicknesses of 38,,, 133 and 178, and in depths ranging from to 508. Manufactured with no camber, VERSA-LAM LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. VERSA-LAM Beam Specifications Tolerances: Tolerances in finished dimensions are: ±1.6 Width ±3.2 Length ±3.2 Moisture Content: VERSA-LAM will arrive on-site with a moisture content of 8% to 10%. In a Service Class 1 environment (as defined in BS5268-2:2002), it will attain an equilibrium moisture content of 10%, whilst in a Service Class 2 environment, it will reach a final equilibrium moisture content of 12% to 14%. In similar environments, solid timber will reach an equilibrium moisture content of 12% and 18%, respectively, having typically been delivered to site at approximately 18% to 24% moisture content. Treatment: VERSA-LAM is an untreated product with a natural durability sufficient to ensure a minimum design life of 60 years when installed in a Service Class 1 or 2 environment and not subject to mechanical damage or insect attack. Preservative treatment should not be undertaken without consulting Boise Engineered Wood Products Engineering, as this may affect the structural integrity of the product. VERSA-LAM is approved for use under the UK Building Regulations by British Board of Agrément BBA Certificate No. 99/3619. BBA certification is recognised by: N.H.B.C. Zurich Municipal UKTFA TRA Building Contractors Building Control Officers Boise Engineered Wood Products Technical Guide Nov 2006

VERSA-LAM VERSA-LAM is intended for use as structural members such as beams, ties, struts or structural framing (including use in components such as trusses and panels), in Service Class 1 or 2 environments as defined in BS5268-2:2002. The following design modification factors given in BS5268-2:2002 which can be used for VERSA-LAM are: k 3, k 4, k 5, k 7, k 12, and k 13. The design modification factor k 8 for load-sharing may also be used, but with a reduced value of 1.04. For the design of tension members, design stresses should be modified by a length modification factor k L as follows: k L = ( 2440 ) 0.125 L Where L = Member length (in ) with a minimum value = 2440. VERSA-LAM Design Properties Value (N/ 2 ) Service Class 1 Holes and Notches in VERSA-LAM and VERSA-LAM Rim Service Class 2 Property Bending parallel to grain: as a joist.............................. 19.0 17.1 as a plank............................. 19.0 17.0 Tension parallel to grain................... 15.0 13.5 Compression parallel to grain............... 19.5 17.5 Compression perpendicular to grain: as a joist.............................. as a plank............................. Sheer parallel to grain: as a joist.............................. as a plank............................. Modulus of elasticity parallel to grain: mean................................ minimum.............................. Holes and notches in VERSA-LAM and VERSA-LAM Rim should be formed in accordance with the guidelines given for solid timber members in The Building Regulations Approved Document, Timber Intermediate Floors for Dwellings, as shown below. The diagrams below are intended for use with VERSA-LAM members that support mainly uniform load. Where the load is not uniform or large isolated point loads exist, contact Boise Engineered Wood Products Engineering for guidance. Holes/notches that can be formed in VERSA-LAM without recourse to structural calculation For members that are predominantly uniformly loaded (i.e. by a series of point loads of essentially equal magnitude and spacing), the holes or notches shown in figures 1a-1c can be formed without recourse to structural calculation. 4.4 2.9 2.0 1.3 4.0 2.6 1.8 1.2 14,000 14,000 13,000 13,000 Modulus of elasticity perpendicular to grain 700 650 Modulus rigidity......................... 8 812 Density @ 10% mc...................... @ 15% mc................... 630 kg/m 3 630 kg/m 3 690 kg/m 3 690 kg/m 3 Figure 1a - Elevation on member - Notches on top edge Notches of depth of 0.125H or 30, whichever is lesser, are permitted in this zone Minimum spacing between holes/notches = max(3d NOTCH, 3D HOLE,100) 0.07H 0.18H d NOTCH < min (0.125H, 30) Span, L Figure 1b - Elevation on member - Holes on centreline Circular holes of diameter 0.25H or 60, whichever is lesser, are permitted in this zone H For a design method to calculate large circular holes in VERSA-LAM, please contact Boise Engineered Wood Products Engineering on 01420 590078. 0.25L 0.15L D HOLE < min (0.25H, 60) Span, L Figure 1c - Elevation on member - Small holes in centreline Circular holes of diameter up to 0.1H or 30, whichever is the lesser, located on the member s horizontal centreline, can be located at any point along the beam except within 200 of the beam ends 200 200 Nov 2006 Technical Guide Boise Engineered Wood Products

46 VERSA-LAM Products VERSA-LAM Products Allowable Nail Spacing Nailed joints in VERSA-LAM and VERSA-LAM Rim should be designed using the permissible nail values given in BS 5268-2: 2002 for C27 timber. Nails should be spaced in accordance with the following table. Nail Diameter () Nailing to Narrow Face (Parallel to Glue Lines) End Distance () Edge Distance () Along Face - Parallel to Grain () Across Face - Perpendicular to Grain () Nailing Parallel to Glue lines (Narrow Face) 3.0 60 15 60 15 3.35 67 17 67 17 3. 19 19 4.0 80 20 80 20 Nail Diameter () Nailing to Wide Face (Perpendicular to Glue Lines) End Distance () Edge Distance () Along Face - Parallel to Grain () Across Face - Perpendicular to Grain () 3.0 48 15 48 24 3.35 54 17 54 27 3. 60 19 60 30 4.0 64 20 64 32 Nailing Perpendicular to Glue lines (Wide Face) VERSA-LAM Products Used as Beams VERSA-LAM is ideal for use as a principal loadcarrying beam in floor, roof and other timber engineering applications. Maximum allowable long-term uniformly distributed loads are tabulated on page 47 for a range of VERSA-LAM beam sizes over a range of typical beam spans. These have been derived by application of the design principles contained in BS5268-2:2002, using the VERSA-LAM property data contained in BBA Certificate No. 99/3619. Maximum allowable loads for other beam sizes, spans or load durations can be developed by using the same design principles, by using the BC CALC design software or contacting Boise Engineered Wood Products Engineering directly. CERTIFICATE NO. 99/3619 VERSA-LAM is approved for use under the UK Building Regulations by BBA Certificate No. 99/3619. It is one of the strongest and stiffest engineered wood products currently approved in the UK. BBA Certification is recognized by: NHBC UKTFA Building Contractors Zurich Municipal TRA Building Control Officers Boise Engineered Wood Products Technical Guide Nov 2006

VERSA-LAM Products 47 Allowable Loads on VERSA-LAM Beams Maximum Allowable Long-Term Uniformly Distributed Load (kn/m) on VERSA-LAM /2, /3 Beams in Service Class 1 Conditions 241 depth /6 302 depth /6 356 depth /6 406 depth /6 Beam Span /1 (m) 133 178 133 178 133 178 133 178 3 5.64 11.29 16.87 22.59 11.11 22.22 33.21 44. 15.34 30.69.86 61.38 19.40 38.80 57.99 77.61 3.5 3.55 7.11 10.62 14.22 6.99 13.99 20.91 27.99 11.27 22.54 33.69.09 14.25 28.51 42.60 57.02 4 2.38 4.76 7.12 9.53 4.68 9.37 14.01 18. 7.68 15.35 22.95 30.71 10.91 21.82 32.62 43.65 4.5 1.67 3.34 5.00 6.69 3.29 6.58 9.84 13.17 5.39 10.78 16.12 21.57 8.00 16.00 23.91 32.00 5 1.22 2.44 3.64 4.87 2.40 4.80 7.17 9.60 3.93 7.86 11. 15.72 5.83 11.66 17.43 23.32 5.5 0.91 1.83 2.73 3.66 1.80 3.60 5.39 7.21 2.95 5.90 8.82 11.81 4.38 8.76 13.09 17.52 6 0.70 1.41 2.11 2.82 1.38 2.77 4.15 5.55 2.27 4.55 6.80 9.10 3.37 6. 10.08 13.50 6.5 0.55 1.11 1.65 2.22 1.09 2.18 3.26 4.37 1.79 3.57 5.34 7.15 2.65 5.30 7.93 10.61 7 0.44 0.88 1.32 1.77 0.87 1. 2.61 3.49 1.43 2.86 4.28 5.73 2.12 4.25 6.35 8.50 7.5 0.36 0.72 1.08 1.44 0.71 1.42 2.12 2.84 1.16 2.33 3.48 4.66 1.72 3. 5.16 6.91 8 0.29 0.59 0. 1.19 0.58 1.17 1. 2.34 0.96 1.92 2.86 3.84 1.42 2.84 4.25 5.69 8.5 0.24 0.49 0.74 0.99 0.48 0.97 1.46 1.95 0.80 1.60 2.39 3.20 1.18 2.37 3.54 4.74 Notes : /1 Beam spans quoted are engineering spans measured between centres of bearing points. /2 Maximum loads tabulated are for long-term loading conditions including an allowance for the beam self weight. /3 Tabulated loads are based on a deflection limit of 0.3% of the beam span. The designer should consider the need for improved deflection criteria for principal members, or for aesthetics. /4 VERSA-LAM beams require effective lateral restraint to the compression edge of 600 maximum spacing. VERSA-LAM beams require effective lateral restraint at all supports. /5 For allowable loads on VERSA-LAM beams for use in Service Class 2 conditions, contact Boise Engineered Wood Products Engineering. /6 The depths shown are for indicative purposes only. Other depths between -508 are available. Consult Boise Engineered Wood Products Engineering for maximum loads available for other depths. /7 es other than those shown may be available by special order. Nov 2006 Technical Guide Boise Engineered Wood Products

48 VERSA-LAM Products VERSA-LAM Beams Used as Columns The same properties that make VERSA-LAM perfect for beam applications also make them ideal for columns. In VERSA-LAM columns, you will find none of the deep checks, cracks or twists that can plague solid timber columns. VERSA-LAM Column Table Allowable Axial Load (kn) Length Long-Term Load Duration (m) x x 133 x 178 133 x 133 133 x 178 178 x 178 1.2 93.68 1.5 79.95 119.48 1.8 67.60 101.02 135.20 2.1 57.00 85.18 114.00 187.96 2.4 48.19 72.02 96.39 168.39 225.36 2.7 40.99 61.25 81.98 150.38 201.26 3.0 35.12 52.49 70.25 134.16 179.55 3.3 30.34.34 60.68 119. 160.27 3.6 26.42 39.48 52.84 107.09 143.32 3.9 23.18 34.64 46.36 96.03 128.52 4.2 20.48 30.61 40.96 86.39 115.62 228.01 4.5 18.21 27.22 36.43 77.99 104.38 209.53 4.8 24.35 32.59 70.67 94.58 192.77 5.1 29.32 64.26 86.00 177.62 5.4 58.64 78.48 163.95 5.7 53.69 71.86 151.62 6.0 49.32 66.01 140.49 6.3. 60.83 130. 6.6 42.00 56.21 121.36 6.9 52.09 113.14 7.2 105.67 Notes: Table assumes that the column is braced at column ends only. Effective column length is equal to actual column length. Allowable loads are based on solid, one piece column members used in Service Class 1 conditions. Allowable loads relate to axially loaded columns only (no bending) and are based on the provisions given in BS5268 2:2002. The modification factor k 12 has been calculated using an eccentricity factor of 0.01 of the slenderness ratio, as used in the equation in Annex B of BS5268 2:2002. VERSA-LAM Coon Framing Details Bearing at masonry walls Provide lateral restraint at support. Bearing for door or window lintel Strap if top plate is not continuous over header. Sloped seat cut. Not to exceed inside face of bearing. Beam to beam connector Verify hanger capacity with hanger literature Bearing at column VERSA-LAM column Note: Drilling permitted for standard connectors. Cripple studs. DO NOT bevel cut VERSA-LAM beyond inside face of wall without approval from Boise Building Products Engineering or BC CALC software analysis. VERSA-LAM Installation Notes Adequate bearing shall be provided. VERSA-LAM beams are intended for use in service class 1 and 2 environments and should be kept as dry as possible during construction. Continuous lateral restraint required to compression edge, see note 4 on page 47. Provide adequate lateral support Beam framing into wall. Strap if top plate is not continuous Beam to masonry wall Timber top plate must be flush with inside of wall Hanger Boise Engineered Wood Products Technical Guide Nov 2006

VERSA-LAM Products 49 VERSA-LAM Ply () No. of Plies 38 Finished () Multiple Member Connectors 3.35 x Nails Maximum Long Term Uniform Load (kn/m) Simpson Strong-Tie SDS Screw 150 300 0 600 150 300 0 600 2 76 12.32 6.16 4.11 3.08 17.13 8.56 5.71 4.28 3 114 4.62 2.31 1.54 1.15 6.42 3.21 2.14 1.60 2 90 11.66 5.83 3.88 2.91 17.56 8.78 5.85 4.39 3 135 4.37 2.18 1. 1.09 6.58 3.29 2.19 1.64 VERSA-LAM Nailing Details Simpson Strong-Tie SDS Screw Detail Spacing Spacing 3.35x Nails Denotes nails from near face Denotes nails from far face (2 Ply VERSA-LAM Nail from 1 side only) SDS Screws Denotes screws from near face Denotes screws from far face (2 Ply VERSA-LAM Screw from 1 side only) VERSA- LAM Ply () 38 No. of Plies Finished () Maximum Long Term Uniform Load (kn/m) 300 M12 Bolts 0 600 300 M16 Bolts 0 600 2 76 25.74 17.16 12.87 31.53 21.02 15.76 3 114 19.31 12.87 9.65 23.64 15.76 11.82 VERSA-LAM Bolting Details Spacing 2 90 29.81 19.87 14.90 36.51 24.34 18.25 3 135 22.35 14.90 11.17 27.38 18.25 13.69 2 178 48.63 32.42 24.32 69.82 46.55 34.91 3 267 36.47 24.31 18.23 52.37 34.91 26.18 133 2 266 48.63 32.42 24.31 82.85 55.23 41.42 M12 or M16 Bolts with washers under Bolt Heads and Nuts Notes : 1 - The tabulated maximum loads are calculated using the permissible nail and bolt values given in BS 5268-2: 2002 for C27 grade timber, assuming the loading is applied on one side of the beam (via hangers). 2 - The tabulated maximum long-term loads for nail fixings can be multiplied by load Duration Factor 48 k (1.12 for mediumterm loading and 1.25 for short-term loading). 3 - Required washer size for M12 and M16 bolts are minimum 36 diameter x 3.0 thick and 48 diameter x 4.0 thick, respectively. 4 - The above details are suitable only for VERSA-LAM depths of 241 and deeper. 5 - Do not use bolts as connections where either the Moment, Bearing or Shear stress values are in excess of 85% of the permissible values. 6 - Refer to Boise Engineered Wood Products Engineering for fixing details outside those tabulated above. Nov 2006 Technical Guide Boise Engineered Wood Products

50 VERSA-LAM Products VERSA-LAM Beams Used as Rim Material 38 241 302 356 406 VERSA-LAM VERSA-LAM is a laminated veneer product made from Southern Yellow Pine veneers. Based on its high compressive stresses perpendicular to grain, it makes an ideal rim joist material. This is necessary in timber frame construction to transmit vertical loads across the floor zone between external load-bearing walls. VERSA-LAM is produced in a 38 thickness with depths matching the BCI Joist range and is available in 6.0m lengths. Should 38 VERSA-LAM not be sufficient to transmit the forces necessary, then VERSA-LAM may also be used for the same purpose. Maximum longterm capacities for each of these products in this application are tabulated below: VERSA-LAM Products Used as Rim Joists / Bearers Maximum Long-Term Load Subject to Uniform Compression Perpendicular to Grain (Service Classes 1 and 2) Product Maximum Load Per Metre Run (kn/m) 38 wide VERSA-LAM Rim 59.0 wide VERSA-LAM 68.8 wide VERSA-LAM 137.8 BCI Joists can also be used as rim joists (see page 11). Boise Engineered Wood Products Technical Guide Nov 2006

BOISE RIM PRODUCTS 51 Concentrated Load Capacities of Boise Rim Products In platform timber frame construction, point loads (e.g. from heavily loaded studs) are transferred between storeys through the floor zone on their way to the foundation. They are first imposed on the flooring layer, before being transferred through the rim material and then outwards into the timber frame panel below. The concentrated load spreads out as it passes through the rim construction, and then concentrates again as it enters the studs below. Compression stresses induced at each interface therefore need to be checked against their maximum permissible values in each of the materials, before the limiting concentrated load capacity of the construction can be determined. The figures on the right illustrate the load distribution path assumed in calculating the stresses induced at each material interface, and the tables below provide the maximum point load that can therefore be sustained at each interface. It can be seen that in the majority of cases, the point load capacity of rim constructions incorporating Boise engineered wood products are dictated by the compression capacity of the flooring material to withstand such concentrated loads, rather than the rim material itself. Flooring. Load distribution paths. Rim board 38 VERSA-LAM Cripple Stud () x wide 38 2 x 38 3 x 38 4 x 38 Flooring () C F R C F R C F R C F R 15 7.44 10.94 12.04 14.88 13.83 15.22 22.32 16.72 18.39 29.76 19.61 21.57 18 7.44 11.40 12.54 14.88 14.29 15.72 22.32 17.18 18. 29.76 20.06 22.07 22 7.44 12.01 13.21 14.88 14.90 16.39 22.32 17.78 19.56 29.76 20.67 22.74 VERSA-LAM Cripple Stud () x wide 38 2 x 38 3 x 38 4 x 38 Flooring () C F R C F R C F R C F R 15 7.44 12.96 14.26 14.88 16.38 18.02 22.32 19.80 21.78 29.76 23.22 25.54 18 7.44 13.50 14.85 14.88 16.92 18.61 22.32 20.34 22.37 29.76 23.76 26.14 22 7.44 14.22 15.64 14.88 17.64 19.40 22.32 21.06 23.17 29.76 24.48 26.93 C denotes maximum capacity of C16 Timber Frame Cripple Stud / Plate. F denotes maximum capacity of 15 OSB and 18 or 22 Chipboard flooring. R denotes maximum capacity of Rim Material. Values in bold colour are the limiting capacities. Nov 2006 Technical Guide Boise Engineered Wood Products